Unlike conventional cable-nets that typically use evenly spaced cables laid out in an orthogonal-grid, introducing irregular patterns into the form-finding process of cable structures enables designs with non-directional grids and varying cable concentration. These characteristics are investigated in this paper as a mean of expanding the design space of such systems and of achieving a more equal force distribution in the cable network. A comparison between the structural performance of cable nets with orthogonal and Voronoi cable meshes is performed that evaluates how these different cable arrangements transfer forces within the network and determines the structural mass required by each system to achieve comparable deflections. Furthermore...
Tension roofs based on cable systems are suitable for covering long span buildings. Such structures ...
In experimenting with digital processes for simulating the behaviour of tension-active cable nets, a...
A numerical approach for the ultimate analysis of large masonry structures composed of multiple line...
Unlike conventional cable-nets that typically use evenly spaced cables laid out in an orthogonal-gri...
Design analysis of cable networks is presented by converting nonlinear structural analysis into nonl...
This work is concerned with the configuration and deformation of prestressed cable nets treating the...
Nowadays cable nets are built as roofs, enclosures for animals in zoos, facades, safety barriers in ...
AbstractThe force density method (FDM) is a classical method used in linear and nonlinear form. The ...
Advances in additive manufacturing technologies have availed new modes of design and production acro...
Shapes of minimum compliance for cable-network in tensile structures are determined by drawing inspi...
The initial geometry of structures made of cables is steered by the cable tensioning forces. In a ca...
The present dissertation focuses on and investigates the behaviour of the structural category referr...
AbstractThe design of cable nets and light tenso-structures requires a non conventional mechanical a...
A geometrical non-linear analysis of pre-tensioned cable structures is presented. Fully consistent m...
AbstractThe initial geometry of structures made of cables is steered by the cable tensioning forces....
Tension roofs based on cable systems are suitable for covering long span buildings. Such structures ...
In experimenting with digital processes for simulating the behaviour of tension-active cable nets, a...
A numerical approach for the ultimate analysis of large masonry structures composed of multiple line...
Unlike conventional cable-nets that typically use evenly spaced cables laid out in an orthogonal-gri...
Design analysis of cable networks is presented by converting nonlinear structural analysis into nonl...
This work is concerned with the configuration and deformation of prestressed cable nets treating the...
Nowadays cable nets are built as roofs, enclosures for animals in zoos, facades, safety barriers in ...
AbstractThe force density method (FDM) is a classical method used in linear and nonlinear form. The ...
Advances in additive manufacturing technologies have availed new modes of design and production acro...
Shapes of minimum compliance for cable-network in tensile structures are determined by drawing inspi...
The initial geometry of structures made of cables is steered by the cable tensioning forces. In a ca...
The present dissertation focuses on and investigates the behaviour of the structural category referr...
AbstractThe design of cable nets and light tenso-structures requires a non conventional mechanical a...
A geometrical non-linear analysis of pre-tensioned cable structures is presented. Fully consistent m...
AbstractThe initial geometry of structures made of cables is steered by the cable tensioning forces....
Tension roofs based on cable systems are suitable for covering long span buildings. Such structures ...
In experimenting with digital processes for simulating the behaviour of tension-active cable nets, a...
A numerical approach for the ultimate analysis of large masonry structures composed of multiple line...